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HomeMy WebLinkAboutPLANSGulf Coast upp y an G v Crimp eta roomg # L 26 ga. 5v crimp metal roofing attached to plywood seek using it9 x 15" Gulf Coast Su I and MFG 5v Crimp Metal roofing FL #11651.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D pp y p (type 2) 30 lb felt underlayment installed with min. 4p side laps and V and 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced tam o c. at all laps and two stagggered rows 12" o.c. in field. Attach (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and to" and deck to trusses using attachment detal on this wheat laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all lapa and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment dotal on this sheet 12 12 4 JIBLOPE oz SLOPE 4 OL8'-i" T.O.B. 8'-I" T.O.B. 2° 2„ H. 5/8" thick light textured stucco on typical concrete 5/8' thick x 8"w cut O block construction coral finished stucco bands 0'-0' = Finished Floor OL 14---------- -- ----- -O" = FinishedFloorilk 5/8" thick x 8"w cut 4��CIUMLt�ns wi5/8" thick light textured Finish Columns with coral finished stucco bands 5 thick cut coral stucco on typical concrete 5/8" thick cut coral fin hed stucco bands block construction finished stucco bands LEFT ELEVATiON SCALE: I/4' I'-O' ELEVATION NOTES: REAR ELEVATION SCALE: I/4' I'-O' - Overhangs at 1' O" unless otherwise noted on Roof Plan - /Roof pitch at :12 unless otherwise noted ull Coast Su i and MFG 5v Crimp Metal roofin FL #11651.12 - Ang changes to this plan shall be submitted to the architect PP 9 P Gulf Coast Supply and MPG 5v Crimp Motel roofing FL #II451.12 6 go. 5v crimp metal roofing attached to plywood dock using #9 x 1.5" fora r o y a l I n r i t i n r i Or t 0 St a c t i n C On S t r U C t l On . 2L ga. 5v crimp metal roofing attached to plywood lack using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max apaeing over ASTM D pp 9 p 9 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end ALL Window 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps AL and with 1.25" ring shank nails - Return L St c c O Bands into Window or Door. laps fastened auth corrosion resistant tin caps and with 1.25" ring shank nails :paced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach spaced 6" c.c. at all laps and two eta gored rows 12' o.c. in field. Attach dpecIt to trusses using attachment detail on this sheet deck to Lruseee using attachment decal on this sheet 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ed nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 12 SLOPE 14 SLOPE 4 i e -I -II H. ' ® ® ®® H. 12" 5/8" thick x 8% cut T oral finished stucco bands ®®®® 5/8" thick x 8% cut ® 3 O ❑ coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands �5/8 thick light textured stucco on typical concrete block constructioncm Call at owl;Q ----------------------------------------------------------- 0'-0' = Finis FloorFinish Columns with 5/8" thick light textured A.F.F. 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELEVATION FRONT ELEVATION SCALE: V4' - 1'-0' ' - " ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. Product Approval Submittal Affidavit AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" t late 1/2" drywall ceiling on truss bottom cord cla Opening Bandnis Silts Doors" OvolrLssd Daats, MONdIftDoaits, 1Sodonw & � Product Now 1/ Manufacturer Glans Attachment method Mtn ����ign � Tomes 1,2,3 t4 FL# 239.3 Single Hung SH-100 Impact PGT 5/I6" 1/4'alw. tapc«:s a/ min. I L3/s' ration �o are w"icedee dutaneai ipea ee in Po%t approval ± 80.0 PSF A I4-0330.02 Overhead Garage Door Model 824/811 t' O'miia width DAB ""'�mum see "'q" 'trod.' - �c +� u, a' e1i a.. to "w� 10-9-21 + 50.0/-60.0 sP P 1/2" drywall on 2" x 4" studs at 16" O.C. FLU 16614.1 Fiberglass .=an Pro/ Jeld-Wen £Ico I/4' dia. tapcon with am 1.25' embedment at 3' max from corners end I I.5' witch. max thereafter in head and iambs + 50.0 PSF C FL# 251.5 Sliding Glass g Door Series 110 SGD PGT 1" nom " " Tgpe GSA 1/4"Aia. tap min. min. I el� psnstratio�i }, • spat par pr improve ontractor silo ere to on. 2 I/2' erZ distances specified in Product approval + 40.0 PSF - Product NOA/PZ ritA®EBof Yodel # +� Attachment Method >�olrstlon Date Now Pfemn= Approveal Testa MumOaB FL# 261.1 r x 2 3/4' x .315' PGT Install per fastener tgpe and acirr shown in Table IA and IS in product approval on sheet of 22. + 58.0 PSP base -board 2' x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Roof FL# 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L e. 5v cm metal roofing attached to plgmood dock swung 89 x 1.5" screws sat Mir sealing we ng moo} g slier at 12• oe. max speei over ASTM D rtgpe 2) 30 lb felt underlegment installed nth inn. 4 wde•laps and V end un ceps and girth .c. ring shank nails Laps fastened with t all la corrosion d two ssppend L ae. at all laps and too atagaBred raw 12• o.c. ei fasld. Attach Eeck to trusses using attachment datdFon root Ian p - 108.5 PSF VXV #10/10 wWM on L mil vleqqueen over tilt t t atdP11 PERMITTING INFORMATION (FORM 100) t Fiortda Building Code Residentials Lth Edition and ASCE 1-10 for Wmd Loading Bum D ta: Enclosed Risk Categor : 11 Wmd Velocity: IL5 mph ultimate Mean Raafitght: ll'-O• Roof Pitch.4:12 Internal Pressure CoieT if-cient: tD_Ie Sub,lectability to damage from: Weathering: Negligible Termites: Vera Heave Width d Roof End Zone: 3,_4" Wind Speed:��mph ultimate i Mid Exposure ClaMlfications C 1� d,lwtment factor for Exposure Height: 1.21 x O.L - 0.12L ASO dear Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; O.LDL+O.LWL Components t Cladding Wmd Pressure (NET) Roof Zone: I. +20.4/-32A par Rod Zone: 2. +20.t/-51.0O psi EVIEWED FOR Rod Zone: 3. +20.L/-84.0 PSI CC DE COMPLIANCE Components t Cladding Wall End Zone Width. A'-4• Components t Ciadchng Wmd Pressure (NET) Zone: 4.+ $ I �C"STY all 8/-38.1 per Wall Zone: 5. + .8/-41.8 W � jdeo 44j Components ! C Wmd Pressure (NET) an Garage Door:+32.0/-40.3psf Shear Wills Considers for Structure? � Roof Zone 2 Contmuous Load Path Provided? Ways Zone 5 Are Components an Cladding De� Provided? Yes END ZONE Mlamium 501 B!!MV Pressure: " PreauisptIV&. mmmX B Test: psi Corner Zones SEE PRODUCT AP ROVAL FOR IM ACT PROTE TION F R OPENING8 Rod Zone 3 ROOF LIVE LOAD: Al- par ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD: J� FLOOR DEAD LOAD- -iQod - ;j�� Stucco on Blank * � e n compac a ermi a re e i Model T4 12" vented Install rang 2" x 2' battens at L' o.c. sersurod to soffit framing using Interior I �l on -Searing Partition JOBADDRESS: soffit FL# 12198.3 Vinyl Soffit iCaycan #8 x 3" wood scrams at each truss Install soffit to battens using +55.0/-35 0 PSF nt5 I " " din, hand. Hurricane Panels Braden 4 Braden AAA, PA MODEL: Date Drawn : Ravish-1 : Sheet Comm # A chitects - Planners Wynn+ Building Corp. 5�23-18 Smoke detector revision GARAGE 5-23-18 11 S.E. Coconut Avenue �'" Drawn bg: SCANNED L I have reviewed the above and approved it by my seal below ( Architect or Engineer of Record) TI : (112) 281-8258 The Grand Carlton RIGHT C.C.U.BY 12 - 21 F x : (112) 281-8283 St. LudeCount E- ail: bradenaiaacomcast.net Spanish Lakes Chocked by: 145 Stuart L 996 #AA 0000 2 S . Lucie County Florida D.R.B. -� OF 5 FLOOR Cf2ASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 3G" high by 4" diameter 1. Contractor to verify ALL notes and dimensions prior t0 steel crash post. Floor proceeding with work. Flange with 9 - to 2. Contractor to STRICTLY enforce ALL OSHA Requirements. la a(3/ bolts Into slab (3/8"t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have (11 a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. �" 2„ ih S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" ''" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2� 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. h" `• �" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x G' P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with cane hari materials exposed on the underside of the roof deck Or on the attic walls shall comply prior to door attacl with F.B.C. R314 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C361 C19, C4I5, C514, C430, C931 C4LO, C1002, C1041,0171, C1178, C12-18, C1395, or C13% and shall be installed Acr_ordind to the following: (FBC R102.3.5) PLAIN Dr all Thickness .. Location Orientation Frei�mg Member Spacing Max apecing of fasteners Nat emng options For inataliation of drywall into Maximum wood framing members Nails screws 2' x mintilockness Calling Perpendicular 24" in 12" 13ga 1 3/8 " long with 19/64" head OR 0.098" diameter x 1 1/4" Iong annular -ringed or 5d coder net 0.0e0' dia. xx 1 5/8' long with Walla Either 16" g" IL" Direction 15/64" head OR Ggpsum board nail 0.086" die. x 1 5/8" with 9/32" head. Calling Perpenchcular 24" 7" 12" 13ga 1 5/8' log with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail / 0.092" dia. xR 1 1/8" long with Walls Either IL" g" IL" Direction 1/"I" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/L4" head. Install SGD thru buck into block with 3/IL" tap -con with _- 1 1/2' penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 I/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at adl per product appro 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13L.1 and Ai3o"Ll 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. GuU Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attached to plywood sack using #9 x 1.5" wood screws with self aeakng washer at 12 o.e. max s�iaemg over ASTM D (type 2) 30 lb felt underlegment inatallad wRfi min. 4 aide laps and L" and laps fastened with eorrowon resistant tin caps and with 1.25" ring shank Walla s aced L o.c. at all laps and two styggerad rows 12" o.c. in field. Attach dPeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal sit (161 IOdh x la 1/2' nails °` 12 ( 24" o.c.) supporting Max. q 1810lbs. uplift Aluminum Drip --- r Edge t Fascia 2' x L" Sub -Fascia 7 Kagean fail o vent vmgl soffit aistallee ustti 1/8' aim shank x 1.6' long galv. to na nela with 3/8' dia. head per product approval - we chart shoat a1 5/8" thick light textured stucco on tgpical concrete block construction 45 bar vert. w/ 30" overlap at each Pilled cell Wood Base SES at 19"o.c. (shop drawings bg \R-30 blown fiberglass in bottom chord or trusses I/2' drgwall with smooth finish Two rows or beam block Pilled with concrete end (l) #5 bar cont. in each row. Substitute precast lintel Pilled with concrete and (1) #5 bar cont. for bottom row over openings 1/2' drywall over 1" x furrin strips at IL" o.c. with R4.1 pi-rod insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. io Mortar to be Type M onTg proportioned par FBC R401.1 and Mortar Jonts shall comply with FBG R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and (U #5 bar vert. (tgpical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L will Visqueen over . / clean compacted termite treated fill Grady s _., ., ,,....... :....,..... II! �i IIII-III II 1 �..�<'':� iill ill1-IIII ;,IIII= II IIII II IIII ��,IIII „ - 14" x 14" Concrete footing 14` with (2) #5 bars cent. and #5 TYPICALSECTION transverse bars at 40" o.c. to Masonry Beam / nails Head fixed door sliding -door E /2" REA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. are e = 321 sq. ft. Tot Under Roof= 2108 sq. ft. f Tot Cubic Ft = 11,548 2' VTR I I I 21' VTR /I JAL Master( Bath II . Lay. IIII11II 2' Lev. Y R W.C. 2' YVI1,IIIIIT Y She. Knrill Kitchen 2•Lev. • 3' s.c. Bath #2 >e, a• C.O. Te septic PLUMBING RISER Masonry L' P.T. Buck nailed to rth case hardened nails to door attachment . ,. a..,...._.. Bot_tom ...Trac Typical Flooring Sill Install SGD thru block with 3/IL" Sliding Door Detail I om penetra Prom each cornerer thereafter at jaw At Masonry Wall NTS ziuck into ap-con with at L" .' max. and 20.' o.c. max s per Product approvalJamb PRESSURE ZONE ZONE 4 ZONE 4 ZONE 4 ZONE 4 on sheet I ictor PRESSURE ZONE ZONE 4 ZONE 4 ZONE 4 vshed 2,' x 81 %2" Window Schedule lark Size Rou h O en. Window Description I. 4'-5%s"x 5'-3 %a" 54%"x 63%4" Single Hung 2, L'-2%"x 5'-3'/a" i5' x 0%4" Single Hung '-2' x 3'-2 I/2" 2l%2'x 38%" Single Hung 4. 4'-5%s"x 4'-2%" 1 54%"x 54V' Single Hung ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info bo< ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contr with manufacturer s specs prior to construction Door Schedule lark Size Rough Opening Door Description A 4'-O" X l'-O" 108" x 84" Overhead Garage Door B 3'-O' X 6'-80 4I'/1"x 83�4' Fiberglass, Panel - Insawng G 6'-0. X L'-8" 14" x 81 /2" iieetee Sliding Glaw Door D 2'-O" X L'-8' Solid Core - Wood - L-Penal -Bi-Fold Pi E X-L" X L'-8" Solid Core - Wood - 6-Panel F 5'-O" X 4'-84 Solid Core - Wood - L-Panel - B►-Fold G 2'-8' x L'-8' x 1 s/;' Solid Core Wood, Steel, or Masorete Door '- " X Sol d C - Wood - L-P I ■ J in % 8'-6" 12" x 12" Concrete column block Pilled with concrete and (2) #1 bar& vert. tied Into lintels above Covered Porch 9'-G" 14'-O" EGRESS 12'-8" 1 1 c MASTER e _ BEDROOM 8'-0" to T-13" A.F.F. OIL Vaulted ailing 8'-O" A.F.F. L am " w Flat Ceding NLL GR AT ° R ON o ® Ici i Rod Shelf ° -allI 19, ° I 34 Y2 high.-e n I N I b m H.B. I r -� SET ° 8'-0" to 9'-8" A.F.f. . k 2' x L" knee -wall below counter top aC O Mir Vaulted Ceding 1 I r DINiNG I I ROOM`� - _ _ 1 a ,s 8° Rod Shelf �'• enai"w:T >~ a H O ° D i/ BAT 0 W 3nitg be i ° 4 /2high 3/4 1 91 (410) High Wall I ° o I KlITCH E N ri 00 1-1/2' J O Vent r throug rger wall I - - - fiver -hang - 8'-0" A.F.F. OL Uy N ° ° Flat CedingVY -O" p Percabinets to 4" -O" extend over eP. " Pdler in I I N as: O Rod t Shelf W-O" A.F.F. u;� Flat Ceiling o� �LL SECOND °N BEDROOM 4'4 Steel Ballard LLI3� I ' i�„ - $I 22 54 detail on this shoe P L x Attie Aeew kohl 1 Provide auto closer Q Q _rith - J 2„ G'-o° 4" s o ISO P r 0 EGRESS r12' x 12" eoncre a column bloc filled C Y E R 1 O O concrete end f2) #� bars v rt. tied 0it7C1 into h tela above GARAGE 8 _4" A.F.F. O Flat Ceiling N r----------------- 1 Block wall in 1 garage to be �--. struck block O r '-4" 4'-2" 2'-8^ InET-8" 3'-5" T-O" 30 T-C 3'-4" 5'-4" 15'-10" A/C I I o eter Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Mitteu2r face 2" x L" PT Buck of wag - REVIEWED FOR aria. CODE COMPLIANCE GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL ST. LUCgE COUNTY WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX N SHEET #I I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 woad screws thru iamb into how lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 16' o.c. max 4§OCC All rough opening dimensions t0 be verified by coat ctor Detail at windows prior to window attachment INSTALLATION ,withTO BUCK Detail at Door Prior to door attachment with manufacturers specs prior to construction NTS NTS Braden t Braden AIA, PA w�nn Building Corp. Date Drawn Revisions : Sheet Comm ehitects -Planners 5-23-18 Smoke detector revision III S.E. Coconut Avenue GARAGE Drawn by: 2 12-21 X1 (112) 281-8253 The Grand Carlton RIGHT Chocked b E- ail: bradenaiaecomcast.net 5panlsh Lakes Chec g _ . _ _ _ _ _-- St_ Lucie Counttu Florida D.R.B. OF 5 5 H 2 e I ore aria Install windows thru buck into J 2'-L" X 6-8block Solid Core - Wood - L-Panel - Bi-Fold block with tap -can with I I/2' penetration at G' o.c. max. K 2'-8' X L'-e' Solid Core - Wood - L-Panel - Bi-Fold thereafter corner n,aImb& and 20." o.c °max. Exterior Pace at head and wll per product approval of wall Buck to be I" x 4" PT ALL Exterior doors to withstand pressures stated I permit info varies box on sheet #I FORMA LIM SHAI_I_ Scale : 1/2" = I'-O" 34'-O" J 11cUl_o I UiC/-\L. I _/ I = 0 : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOiL BEARING CAPACITY. IF ANY SUB —SOIL. MUCK OR NON —UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS. FILLED CELLS AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSi GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. L. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLACIATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I6. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc._ 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to q'-Il" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans forany other condition used. Foundation walls shall have filled cells at 24s o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 40, meeting ASTM A -I(. and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap - at each filled cell 4" concrete slab with Pibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill e _ — I— i I —I I III I I_ I 14"w x 14'd concrete monolithic footing with (2) #5 bars cont. 14" F l TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 101, (2) #5 bars coat. bottom steel 12" 12' x 12' concrete column block Pilled with concrete and (2) #1 bars Vert. tied I Ill. into lintels above Top of looter 16` below finished floor AGE STEPDOWN srnl P 1/'7" = r- Verifg house slab height in field 1III IIII 1III� Illl 30"x30"xl6" concrete column footing with l4) #5 bars each way �r Thicken edge to 8"x8" with concrete and one #5 bar continuous 45 bar Vert. w/ 30" overlap at each Pilled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 52 GARAGE SCALE: 1/4" = 1'-0' Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical sal treatmen area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with Pibermesh OR VxV'" #10/10 WWM on to mil Visqueen over fill 4" concrete slab with fibermash OR VxV 810/10 WWM on 10 mil Vrequeen over clean compacted termite treated fill O'-O" a F.F. �- 14" U 14"w x 14"d concrete monolithic `footing with (2) #5 bars cons. SCALE 1/2" = 1'-0 " 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Gara4ge Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column W th One #5 From Footing To Tie E eam Conc. Fill To Be 3000 SI See Floor Plan For Locate n 0 inale Filled Cell Co mn INTS Filled Cell Masonry Column W h One #5 From Footing To Beam ach. Conc. Fill To Be 3000 SI See Floor Plan For Locati n Double Filled Cell Column NTS Braden it Braden AIA, PA Ail chitects - Planners 11 S.E. Coconut Avenue 9B T I : (112) 281-8258 F x : (112) 281-8283 E- ail: bradenaiascomcast.net I. N Q a- 20'-0" 14'-O" r Filled cell under O I FI Q I I girder above i au Rear Patio/Slab jig LU be poured separate L , I from the house slab. I o IN I ° I Thicken footing to 24"w x 14"d x 24"L a I under filled cell FI I J under girder bearing. L^lr — — — -- ---- — -- I Rear Patio/Slab to ° I be Plush with bottom of sliding door recess. Slope 1/2" I { of I Fi I 1° O 1 32'-e" ° I s slab with Pibermesh OR I WWM on 6 mil Visqueen over cted termite treated fill � I FI I <&> I F _T r V I I �I o �I °I r _7- FEZ I F - � - l FI r - - 4'0 Steel Ballard I -W 3 I I efilled w/ Concrete I o a ° u° I I I qa� u_ I I I :>� I o f I I E `- I t! ao ° o I U N ° L--_-_ T _ T-_-_ _-_ I� N T I I I® W I x FF t — — — _ Recess for kP - - — ° garage boor L- 6' II'-61, © 6'-2" 3'-5" 9'-O" 2' x 12" concrete column block Pilled with concrete and 12) #1 bars Vert. tied into lintels above �IZ 4" concr 6"x(," #10/11 I clean cor I °I { 1 { { 1 _ I �I I UJynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida u� v� LL 0 I N 4'-0° A//C FOOTING SCHEDULE Mark soar Description E 14"W x 14'D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X I= MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOURE 30" x 30' x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY CODE C 8"W x e'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOuibT. LUCIE ® x 1 With Curb With a at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CU CO-O` Date Drawn Revisions : Sheet 5-23-18 5-23-18 Smoke detector revision Comm # GARAGE R TDrawn 12 - 21 c.c.u. Checked by: D.R.B_ na c Provide #5 bar& oath min. 48 bar Simpson HETA 20 Strap truss to well using Simpson MGT with diameters overlap into beam. Tie Provide #5 bar set in re -cast p hurricane anchor at each truss 5/8" d1a. threaded rod with min 12" embedment Pilled cell steel into continuous beam block steel. R O O 1= SHEETING hotel into beam where length of the opening calls for It. „ ( 24 o.c.) supporting Max. into (22) beam either wet sat or in IOd nails into truse. Add epoxy with blocking to 1810 [be. uplift ETA 20 f truss leg per detail on this sheet ATTACHMENT DETAIL _ I. Minimum Nail Size = 8d ring shank (min. 2.5 long) SUB ids /OTCast p rracest 2. Minimum Screw Size = #8 x 2" hotel set in mortar 3. Minimum Sheathing Thickness 19/32" CDX Plqwood Min, e• Bearing 4. Use nails or screws bald on ress re for roof stated I %• • i in permit info box on these plans for zone 3 4 PT;i l r II 4 j Provide PT Buck I i cured Filed Cell attached per iamb k details into filled cal 4 FT P 4 FT 4 PT I I 4' Sill cast i 1 N A. I I .i � { Provide $5 bare with min. 48 bar ismeters overlap in Pilled can. Tie Iliad cell steel into continuous pJ 4 PT 4 P ® L.ILI 11 tooter steel. [I I I 6 Ke Area Ede Field Fastener i .E�"sure Zone 1 4 6" 8d ring shank 45 psf Zone 2 4 6" ad ring shank ,6 par Zone 3 4 4 8d ring shank 84 psf ** Zone 3a I L" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated I Scale: 1/2' = I'-0" in permit info box on these plans or zone 3 CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to yen. leg of truce with Iod x I.Iii nails at 4' o c. Verify with Plan Concrete n Install Sisrpson MGT into well winngg Lintel l2 x B into wet bias (22) hod nails into trues Column Block ". PI Rebar Rebar < 48 Bar Dia. N Min. Overlap TRUSS BLOCKING DETAIL 4 Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT W N NTS � i/8' thick light textured stucco installed per ASTM C 9L over ASTM D type 2 paper backed wire lath nailed to2 substrate through one layer of Q 4J ASTM D Tgpe 2 Pelt paper using Bid made, Substrate IQQ BEAN SCHEDULE to be 19/32" CDX Plywood nailed at 6" o.c. in field a and edges with IOd ring shank nails into studs. w W 4 46 Mark Size and Description Gulf Drip ulf Coast Supply and MFG 5v Crimp Metal roofing FL MIL51.12 Edge t Fascia tj Two rows of beam block filled with concrete and I #5 bar 26 e. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" o W BI continuous in each row. Hook vert. bar over top bar with molscrews with sell ndesealrng washer to a wito.ch max spacing over ASTM n r" 0 0 #5 90e bend bar with a 10" min. la at t bar. (type 2) 30 lb felt underlaymani installed oath min. 4 aide laps and L" and ao p laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Flash and Counter spaced L o.c. at all laps and two staggered rows 12 o.c. in Field. Attach to v V deck to trusses using attachment detail on this sheet flash Brace Gable end L- Nail ledger to wth 2' x 4' SYP #2 S 9 f#t back nailed to bottom Additions recast Lintel u "All „ e gable and true& of top chords using (2) IOd t #6 bars Lintel Bar Clear A B with (2) 10d Ile nmla at each truss Length Length Span Bars Bars at each web CLEAR X-10" 2'-8" I'-6" 2,43 none ----� ----• 3'-6" 31-4" 2'-2" 2,43 none N"5-08/IT aFa-IB/IT aFa-115/2T 12 -Additional 4'-O" 3'-10" 2`-8" 2,#3 none Simpson gricam HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSES :.,, .. #5 beta hurncane anchor at each tow ' - 4'-6" 4'-4" 3'-2" 2 #3 none with f10) IOd x 1 1/2' nsils a 24"o.c. TYPICAL :Y: ;•.: .,,,.,-, f 24• oc.) supporting Max -v; not Row of •H' ;. :.. le101bw Pt (shop drawings by manufacturer ) r,. •:;f4 Block Above ti;:?�l::: ,� r ••. 5'-4" 5'-2" 4 -O 2.43 none 5'-10" 5'-8" 4'-6" 2,#4 none r _ Precast Lintel � . •,,. � N Additional {' i 6'-6" 6'-4" 5'-4" 2,#4 none Aluminum Drip .....---�^' R-30 bi n fiberglass a i i in bottom chord of #5 bar& ty Edge t Fascia 1/2• t .lasso an 3/e• M-mb lath trusses �'-O" 6'-2" 21#5 none attached to harmontal and vertical ■oad 12 framing with malls or staples to provide I/2' drywa with smooth finish W N•IL-Ism NIL-IB/2T " no lose them 1-3/4• penetration Into 2 x L Sub -Faso penetration Two rows beam bbck filled with concrete �'-10" 7'-O" 2 #5 none into vertical wood heavy and 3M' NOTES: into vertical wood he■Ing members I. min. coverage 1.5" and (1) # bar Cont. in each raw. Substitute 2. min. hearing requrered 9ea. end=9" ALL reinforcing steel Is grade 60. Kanng��een (wu o vent vmpI .attit autelled precast h tel tilled with concrete and (D #5 3, atandard for remr. steel=ASTM A4I5 reoarwig nails a shank 8" .15,diaheadgear bar cent. or bottoe row over openings TYPICAL LINTEL SECTION erodnei approval - we shawl sheet #I ( PRECAST CONCRETE) 5/e" thick light textured stri dry II over i x furring stripPs at IL' o.c. with R4.1 ?I -foil i2' x 12• concrete column stucco on typical concrete inwlatlon on typical 8' Block walls block construction b LiNTEL SCHEDULE Mark weiQoaRoss oor let Lintel Smsi Cast -Crete S hcetion • gbo$vloeek 8aetam Btsel 8� Tap 8tael Sis Mot Deeds (FLP) Max Load (PLP) Lateral Load (PLP) L22 2'-2' V-A' BPS-OBAT 1 86 SOi4 lsi4 1024 li 7-9 4'-O' BPS-OB/rr 1 86 26LI SAS its L45 V-6" W-iO" SINS-OBAT I a6 1105 101 33e1 LSO 5'-0' V-i' sPa-08/17 1 85 1238 83S 121 LAO iv-B' 11-C BINS-OI)/IT I a6 Ion -M 934 LBO 8'-O' oll SPS-IB/2T 1 86 2 06 '152 B41 512 LiO Y-0' IO'-i' BPS-18/2T 1 96 2 a6 643 630 401 1.408 'e-O' 10'-i' MIA-ab/2T ONE 1 $5 2 86 111 us 401 LIOO KY-0' Ir-4' BFa-IB/2T 1 a5 2 $6 502 444 452 LiOOB V-0' II'-4' SPIT-w/2T ONE I Of 2 a6 15" h?2B 452 L120 CZ'-o' 13'-4' BPS-IB/2T 1 95 2 86 471 420 324 L1208 rl'-O' 13'-4' BFIL-n3/2T ONE 1 $5 2 a6 1015 110 324 LHO I4'-O` IIII SPIT-0/2T ONE 1 $5 2 06 1250 604 251 LBO IL'-o' IT-4' BPS-18/27 1 as 2 a6 300 MI2 144 LliOB W-Of IT-4' BPIL-15/2T ONE 1 96 2 a6 160 60o IN14 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. a a g q O q �, a LU VC a o N (4LQJ OD A q u C4 Q ` W /#C Brace Gable end with 2' x 4" SYP #2 min. Slit back nailed to bottom of top chords using (2) IOd nails at each truss 2 O 4 F In O o io U q N block filled with concrete - All dry to a Installed per FBC R102.3.1 Varies - see plan d ah II t II t ASTM oil I WASE IIEdrim MIAMI M M I E 1155y AVIS I PA, lhWA IW1 Ila lie ON wood' screws with self sealing ar it 2) 30 lb felt underlagm. 1, %lbideM lausper 11140 corrosion re: L and f2) #1 bare vert. tied on a mee a per mining c es. ETA 20 into lintels above co Mortar t i be Type 'M" Girl proportioned er FBC RLOI.I #5 bar veil. w/ pgg oopp � thicken edge to S"xe' 30" overlap and t ur OtRoshckll at all wett areaC exx.L bowers. tubs etc...) with concrete and at each filled cell Gins #5 bar continuous BEYOND Fill call h concrete and ROOF FLAN f j� Rear Petro/Slab to (I) #5 ba vert. ( rot exceed v I A six cepp shall rat exceed be Plush with bottom of 48' unle othenwee noted sliding door recess Wood see four won plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET Top oP Pooter Base spacing a openings p 16 below finished floor — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Step per Foundation plan 4" c ate slab with fibermeall OR #10 WWM on L mil Viueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 10 VxV a Slope per foundation plan w clear patted termite \treated PIII — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING, CONSTRUCTION. =1—IIII—III IIII—IIII—IIIIIIII=IIII IIII „IIII — ALL TRUSS TO TRUSS CONNECTIONS BY III IIII IIII IIII IIIIIIII -IIII—IIII—IIII— l - TRUSS MANUFACTURER REVIEWED FOR 19�III! .`: IIII—IIII„ 111IIII=IIII IIII=IIII li�l- - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR CODE COMPLIANCE • 14 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ST� LUCIE COUNTY IIII " -III Tgoical SGCtIOn at Front l=orch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Stale - „ _ ,_ „ FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA Wynne Building Corp. Date Drawn Revisions : Sheet Comm # Architects - Planners GARAGE Grand Carlton R 5-23-18 5-23-18 Smoke detector revision IS.E. Coconut Avenue The RIGHT Drawn . -4' 12 1 _ 21 el (1'12) 28'1-8258 C.C.U.I � x (112) 281-8283 Spanish Lakes Checked by: E- ail: bradenaia comcast.net St• Lucie Count Florida Stuart L 9% #AA 0000 2 D R B OF 5 PANEL "A" Poke SR Load Wee Description enc0 eee0 Description Wee Load BR Poles 2 40 1.0 kw 08 A/C camp 1 2 AHU 010 3.5 kw 30 2- 3 4 2 30 4.5 ke slo 40 gal. water HTR 5 L Range 06 12.0 kw 50 2 1 S 1 20 1.0 km 012 PUMP 9 10 >r• er 010 5.0 Its 30 2 11 12 1 20 1.5 kr 012 13 14 1 Dishwasher 012 1.2 ke 20 1 1 20 1.5 Its 012 Microwave 15 IL Refrigerator $12 1.2 km ZO I 1 20 1.5 kw 012 Kitchen S.A.C. n la Recepts 012 20 I 1 20 1.5 kw 012 Kitchen S.A.C. 19 20 Receptor 012 20 1 1 20 L2 ke 012 Clothes Washer 21 22 Recepts $12 20 1 1 20 0.81 kw. $12 Garage Door Opener 23 24 Recepts 012 20 1 1 Zo 1.4 kw 012 25 24 Receptor $12 20 I 1 20 1.42 kw 012 21 2a Recepts $12 20 1 1 20 012 General Lighting 25 30 Recepts 012 20 1 - 1 20 012 General Lighting 31 32 Recepts $12 20 1 1 ZO 012 General Lighting 33 34 Exterior GFCI 012 20 1 - I 20 012 General LigANng 35 3L Bathroom GPI e12 20 I - I 20 012 Smoke Detectors 31 30 General Lighting 012 20 1 - 1 20 01 Bathroom OR 39 40 General Lighting $12 20 1 stiare 1 11 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) 5ma11. APPliance..C.lrcl+It(s>............. ......... ........... Ran4e......................................................... Refrigerator . ............ ................................... Microwave ................................ ........................... Dish Washer. _ ... Clotfies„lllesller...........................................I... Clothes..Drye°r................................................ .Water. Heater Water, pump .................................................. Garage Door .Opener 1135 3 5�205 3,000 2 1.500 1 12.000 _I2 000 1200 1 1,200 1 IS00 1,500 l 200 1.200 5 000 1 1200 I 1 200 I 5 04 1 41500 4.500 1800 I 1800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10.000 10.000 Remainder 21,415 e40% 1 O 10.'1LL Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 3-0- Voltage 240 Calculated Wattage Divided bg voltage = Total Amps 124,03 Panel Size Required 150 Ames Electrical S mbol Le end $ Single Pope switch ® Recessed Can Light Ss Double Pole Switch ® E eball Recessed PB Push Button Switch .Sr Exhaust Fan • e Duplex Outlet Mounted Light Speaal Receptacle 0- -Coiling Wall Mounted Light Waterproof gr fault cecwt Light with Pull Chan (attic) ® Floor Duplex Outlet @ lComputer Connection Jack ® Carbon Monoxide Detector 4& Flood Light T Thermostat ® Electrical Panel ® Central Vac r=!1 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack AG Disc A/C Disconnect ® I x 4 Florescent Ught ® 2 x 4 Florescent Light ® Speaker Hook -Up Intercom H.B Vent thru_-- SOffit PATIO/SLAB I al Cl 1CenOn RCe� ton li910 >dOx 1:2 DiNING ROOM O An 232 CFM 12xix1 I I I I IL• I I I I LJL_ SECOND % BEDROOM I 12x12x8 B/A 1� 1,63 CF IOxdONG MASTEtR BEDROIOM K3 CIS IO)dO)d LOSET n 1 tu IZ. 24• x 64• I Attaw Aa Nth k#A I'Q QI L---- I _J COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN �IEC��ANICAL LAN\rCUT O ac THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" Electric Notes: I. Use copper wire onlg, no aluminum. 1'1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. addle fans shall be on a rheostat. 4. ALL the requirements necessary for the equipment to be placed in proper working order. p S. ALL bath and kitchen receptacles to be GPI rotected. 18. All work shall be done In accordance with the N.E.C. and L. ALL exterior outlets to be WP/GPI prdp shall comply with all local codes and ordinances, and shall 8. AFCI receptacleess are required in all rooms except I. Recessed cans be installed per NFPA requirements. meet all standard requirements of the local electric utility Kitchen. Bathrooms, and Garage. and telephone company. 9. A/C Return Air Balance Must comply w/ FBC RMI402 111. The electrical system shall be completely and effectiveI 10. A/C Refri erant lines that are run thru slabs must be sleeved in VC grounded as required b the latest edition of the N.E.C. A9 ll. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all -fees, permits, testing, and 21. All equipment and panel sizes shall be verified before Inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 14. Contractor shall For all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 A T t ---�/_€nix_ Soffit 150 Amp Panel Id kmeter GARA(3E r----------------- i I I I I I I I I I I I I I 1 I I I I s?/O Aluminum feed I K. Coridwt 20 PVC 2' riad service PPL ELECTRiCA ors L wire x ri eoMc�%ar in slab L RISER shall use AL-CU Landing lugs. NTS shall torque lugs A_W. B recommendation which died pnor to cmptruction Braden It Braden AIAa PA Architects - Planners 11 S.E. Coconut Avenue T al : (112) 281-8258 Fix : (112) 281-8283 E-mail: bradenaiaa'comcast.net H.B. Exhaust Duct Thru Soffit - Wire For a Front Post Light ,-,tovered Porch`,` 1 1 � 1 / WP GFCI / MASTER BEDROOM speas -® V 6 I Sr i GAR AT R O M Smoke / Carbon - '- Monoxide Detector Combo ff 1111111111rill;; =�♦■ 1 M M / ► r ter 5:r �-ScoND BEDROOO i B /\ GFCI / \ 4< \ \ PP OR'c Of ' I -I / IG" Mh GFCI 22• x S4• 1 Attie Aa wwws I Optional PRI 1510 Amp loeetwn peeiel Pull chain / / one 'light in attics 42"h GFCI Y GARAGE Garage II Door /VjJhJ Opener ELECTRICAL PLAN I photo &N With Wunne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install owlet N under disc. not shown for clarltg A/C eter 0 I SCALE: 1/4" = 1'-0" Attic Venting Calculations PBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/160 = 14.16 sq. ft. r eqt99AVED Provide A Continuous Vented Sof f CODE COMP ;T. LUCIE C Date Drawn Revisions 5-23-18 5-23-I8 Smoke detector revision GARAGE Drawn by: RIGHT C.C.U. Chocked by: D.R.B. Sheet E OF 5 FOR Comm 12-2-1 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO DE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 9 es S On approx. Tag Llne REFER TO BCSI Truss must be set this way if crane used. Truss Is ., example, your truss may not match. nsist crone operator sets truss this way. 30' to 60' Span Spreader Bar Iraq �_ _Approx 2/3 to_� Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This Is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIFZ F-1Atom!E-::PLFEF2 NOTE= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS, CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR: U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs c Dome angle nails. russ SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 6'-1" ABOVE FINISHED FLOOR 12 4.00 F--- I M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 6'-1" TYPICAL END DETAIL 12 4.00 F--- 12 2.00— M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 6'-1" END DETAIL: A ARRANGE WITH CRANE OPERATO Do not stand on trusses until they are IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH raced per BCSI & properly nailed to straps & hangers GARAGE RIGHT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The legal description of the property where the trusses will be Installed Is: whichla the w elauthotlry for deternlnln�suscce NIa truss placement diagram layout, 2..All dlmenabna In this I g asful fabrication of the trusses. .3. Unless written notice laeop vldedbby certl ed maul to Chambers; Trues within ten (10) audy'i owrihen oo0ca le fumlehedChambare Trvse shell have Gtree 13) s# will be ago days' vent which 'to begin repelre required, cr to subetihrte othec trucaea, et Chembe(3 op n.' 4. The underelpned acknowledges receipt oi'aCSI 1-03" summery sheet by TPI S WTCA, S. Delivery k to Job alto, It Is Na buyer'a'ro,ponalblllty to make the Job ahe aultabie for delivery. Chmbere Truce has the sole auNorlty to tletertnlne the sultablltty of Ne Job site of a portion of the Job site for delNery. Chambere Trvse will be responalble for dump delivery Dory, The buyer la responalble for eddltionel delNe:! expenses It Chambers Tru a has to redeliver because job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for tovAnlj coats due to ahe contlltiona: S. Price as shown Iq paragraph 7 below Is subject to change If any changes are, made In this. layout A $50 per hour fee for revisions may be charged by Chambers 7rusa. .7: This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no ; agreement a memorable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept'' delivery of fabricated trusses. The undersigned egress to pay Chambers, Truss reasonable attomey'a fee for collections In event of payment not timely made, 1-12'h, per month service ahsrga will be added for all sums not paidwlthln terns, S. Signature or Initials anywhere on this sheet constitutes agreement to all terra herein. 0. In consideration of Chambers Truss extending credit for this materiel the s herein, unconditionally guarlini payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned' agree, to pay such Indebtedness Including attorney$ teas, V default In payment for material be made by the rectplent 10. In the event of any litigation concerning this agreement, the Items fumishad her or payments referred to herein, the. parties agree that the able be Saint dude County, Florida. venues any such action will 11. Design responsibilities are per "National Standard And Racbmmanded Guidelines On Responsibilities For Conatructlon Using Metal Plate Connected Wood Trusses 4NSVrPVWTCA 4.2002— .. )ATED IR TfTLE , wspreauer Dar'trmybe feyt�red par' "SCSI 1-03" tD prelrerd kllta7l&damage, Multiple ply trusses must be fastened together per engineering before they are set; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector, 'Study the contents of the Information packet Included on delivery before setting trusses. Tmamw mtmtbesetand braced perdesignbpreverdkWa ftnvg% Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other cotibentrated loads on trusses this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue FortPlerde, Florida 34982.6423 800-551-5932 Fort Pierce 772465-2012 Fax 772466-8711 Vero Beach 772-569.2012 Stuart '772-286-3302 „r_` Q1-• ^'Je••orocTouss'r.AMI _ The Arahitoot'q ar H!rtrl+.teet.n rgpraeantativ9's shop drawing 011311019111 Is NOT a "double check" of the contractor, The contractor shall remain responsible for checking field measurements and other construction criteria. ArchitegA's approval covers general roof shape, review of truss stra riI and loading on structure from gra ty an uplift loads and their r g t 92.0/93.2 MITI 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7- Roofing Material Shingle or Shake o I Loading in PSF Roof R.D.L. �,I >, _ .— Top Chord Live 20 H Q Top Chord Dead 7 4.2 t I c Bottom Chord Live 10 Non -Concurrent E ry �- Bottom Chord Dead 10 3 m TOTAL Load 37 7.2 w. is w Duration Factor 1.25 o Wind Speed 165mph Top Chord C.B. Sheeting by builder. N H Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" L) Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H Q 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Fnninaar of Palmin f Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date: 04/24/12 ReA 98 FOR FOR CODE COMPLIANCE WYNNE BUILDINQr,000ftCOUNTY DESCRIPTION: BOCC 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11323 loR FILE rpy I li4oI